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Response to Information Request 10-6-2025 A6769-24-D01 [B] DRAINAGE LAYOUT · OPW25/0042
Original PDF page 1, section 2. The text section number identifies this passage in the reader.
||
18
19
|
.9
18
S
19
.80
||
GUIDEANCE OF ARBORIST
.1
|
D1 0.
|
|
18
.6
||
|R
.80
RL
0
Ex
00
|
||
L1
D3
S
D04
19
RL
|
7.9
||
.60
D4
19 D0
|
18
D05
18
8
||
D2
.70
|
W
.9
PROPOSED RETAINING
D03
3
|
19 | || |
|
4.5m SHARED SEWER AND
STORMWATER EASEMENT
PROPOSED BATTER
||
| ExØ D
18
TO STRUCTURAL
| |60
|
|
18
1 IN 4 MAX
00
OVERLAND FLOW PATH
.60
RL
0
|
ENGINEERS DETAILS
FFL19.0
Ø6
17
4m WIDE DRAINAGE
19
|
| |
.3
PROPOSED
3
S
CH140.00
18
RL
S
RL
.50
CH120.00
CH60.00
| |
CH100.00
CH80.00
D5
CH40.00
FOOTBRIDGE
17
19
|
.S68
.60
PROPOSED BATTER
Ex
D0
||
RL18.25
18
RL
Ex
.40
18 1 IN 2 MAX
5
18
|
R
RL
18
18
L1
SE
16 FFL17.75
RL
|
.2
W
.30
18
| | | | | |
8.0
|
|
18
1
.8
| ||
8.2
W
RL
|
3m LE171A. 7S 4m
W
15.5
S
RL
CH
|
RL
1
EExR
0
RL
|
18 WI
8.9
| | | | | | |
5 4b
|
18
18
R
4a
18
4
WI |
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